Modelo Perf Ilse Cc i Ones
1
KM 6+000.00 KM 7+000.00 5+900 6+000 6+100 6+200 6+300 6+400 6+500 6+600 6+700 6+800 6+900 7+000 7+100 7+200 VALLECITO ANCA C-135 C-136 C- 137 C- 138 C- 139 C-140 C-141 C- 142 C-143 C- 144 C-145 C- 146 C- 147 C-148 C-149 C-150 C- 151 C-152 C-153 C-154 C- 155 C-156 C- 157 C-158 C-247 C- 248 C- 249 C- 250 C-251 C-252 C-253 E=226200 E=226300 E=226300 N=8881000 1000 N=8881100 N=8881100 N=8881200 E=226000 E=226000 E=226100 E=226200 E=226200 E=226300 E=226300 E=226400 E=226400 E=226500 E=226500 E=226600 E=226600 E=226700 E=226700 E=226800 E=226800 E=226900 E=226900 N=8880900 N=8880900 N=8881000 N=8881000 N=8881200 N=8881200 N=8881300 N=8881300 N=8881400 N=8881400 N=8881500 N=8881500 N=8881600 N=8881600 N=8881700 N=8881700 N=8881800 N=8881800 N=8881900 N=8881900 E=226600 E=226700 E=226800 E=226900 COTA (msnm) P.K. P.K. 2192 2194 2196 2198 2200 2202 2204 2206 2208 2210 2212 2214 2216 2218 2220 2222 2224 2226 2228 2230 2232 2234 2236 2238 2240 2242 2244 2246 2248 2250 6+000 6+050 6+100 6+150 6+200 6+250 6+300 6+350 6+400 6+450 6+500 6+550 6+580 6+000 6+020 6+040 6+060 6+080 6+100 6+120 6+140 6+160 6+180 6+200 6+220 6+240 6+260 6+280 6+300 6+320 6+340 6+360 6+380 6+400 6+420 6+440 6+460 6+480 6+500 6+520 6+540 6+560 6+580 COTA (msnm) COTA (msnm) P.K. P.K. 2248 2250 2252 2254 2256 2258 2260 2262 2264 2266 2268 2270 2272 2274 2276 2278 2280 2282 2284 2286 2288 2290 2292 2294 2296 2298 2300 2302 2304 2306 2248 2250 2252 2254 2256 2258 2260 2262 2264 2266 2268 2270 2272 2274 2276 2278 2280 2282 2284 2286 2288 2290 2292 2294 2296 2298 2300 2302 2304 2306 6+580 6+600 6+650 6+700 6+750 6+800 6+850 6+900 6+950 7+000 6+580 6+600 6+620 6+640 6+660 6+680 6+700 6+720 6+740 6+760 6+780 6+800 6+820 6+840 6+860 6+880 6+900 6+920 6+940 6+960 6+980 7+000 PENDIENTE / DIST. COTA DE RASANTE COTA DE TERRENO ALTURA C / R GEOMETRIA Hz. KILOMETRAJE L=145.75m P=7.69%% L=55.02m P=11.73%% L=167.48m P=10.93%% L=12.83m P=7.75%% L=113.79m P=11.41%% L=333.28m P=13.35%% 2193.702 2195.421 2197.058 2198.616 2200.153 2201.691 2203.229 2204.767 2206.305 2207.843 2209.381 2211.086 2213.115 2215.423 2217.768 2220.113 2222.442 2224.720 2226.945 2229.133 2231.319 2233.505 2235.691 2237.878 2240.064 2242.250 2244.436 2246.589 2248.396 2249.963 2251.880 2254.148 2256.431 2258.714 2260.996 2263.279 2265.562 2267.899 2270.334 2272.865 2275.494 2278.165 2280.835 2283.506 2286.177 2288.848 2291.519 2294.190 2296.861 2299.531 2302.202 2193.744 2195.538 2197.365 2199.137 2200.685 2201.733 2203.276 2205.027 2206.436 2207.973 2209.424 2211.102 2213.301 2215.499 2217.892 2220.340 2222.637 2224.938 2227.205 2229.593 2231.441 2233.525 2235.637 2238.069 2240.429 2242.621 2244.520 2246.955 2248.629 2250.003 2252.069 2254.413 2256.623 2258.974 2261.038 2263.449 2265.959 2268.198 2270.562 2272.839 2275.498 2278.393 2281.270 2283.311 2286.391 2288.932 2291.317 2295.123 2298.377 2301.194 2303.730 0.041 0.116 0.307 0.522 0.531 0.042 0.047 0.260 0.131 0.130 0.043 0.016 0.186 0.076 0.124 0.228 0.195 0.218 0.260 0.460 0.122 0.020 0.055 0.192 0.366 0.371 0.084 0.366 0.233 0.040 0.189 0.265 0.192 0.260 0.042 0.169 0.397 0.299 0.228 0.026 0.004 0.228 0.435 0.196 0.214 0.084 0.202 0.934 1.516 1.663 1.528 6+000.00 6+020.00 6+040.00 6+060.00 6+080.00 6+100.00 6+120.00 6+140.00 6+160.00 6+180.00 6+200.00 6+220.00 6+240.00 6+260.00 6+280.00 6+300.00 6+320.00 6+340.00 6+360.00 6+380.00 6+400.00 6+420.00 6+440.00 6+460.00 6+480.00 6+500.00 6+520.00 6+540.00 6+560.00 6+580.00 6+600.00 6+620.00 6+640.00 6+660.00 6+680.00 6+700.00 6+720.00 6+740.00 6+760.00 6+780.00 6+800.00 6+820.00 6+840.00 6+860.00 6+880.00 6+900.00 6+920.00 6+940.00 6+960.00 6+980.00 7+000.00 7.69% 11.73% 10.93% 7.75% 11.41% 13.35% PMIN-EST: 6+199.60 PMIN-ELEV: 2209.35 PIV:6+224.60 ELEV:2211.27 K:12.39 LCV:50.00 PCV= 6+199.60 ELEV= 2209.35 PTV= 6+249.60 ELEV= 2214.20 PMIN-EST: 6+574.93 PMIN-ELEV: 2249.55 PIV:6+589.93 ELEV:2250.72 K:8.18 LCV:30.00 PCV= 6+574.93 ELEV= 2249.55 PTV= 6+604.93 ELEV= 2252.43 PMIN-EST: 6+718.72 PMIN-ELEV: 2265.42 PIV:6+758.72 ELEV:2269.98 K:41.22 LCV:80.00 PCV= 6+718.72 ELEV= 2265.42 PTV= 6+798.72 ELEV= 2275.32 PMAX EST: 6+053.85 PMAX ELEV: 2198.14 PIV EST:6+023.85 PIV ELEV:2195.84 K:48.41 LCV:60.00 PTV-EST: 6+053.85 PTV-ELE: 2198.14 PMAX EST: 6+364.62 PMAX ELEV: 2227.45 PIV EST:6+334.62 PIV ELEV:2224.17 K:75.56 LCV:60.00 PCV= 6+304.62 ELEV= 2220.65 PTV-EST: 6+364.62 PTV-ELE: 2227.45 PCV= 6+532.10 ELEV= 2245.76 PTV-EST: 6+562.10 PTV-ELE: 2248.56 R=73.00m L=57.66m R=104.17m L=17.14m R=16.00m L=28.51m R=62.00m L=74.00m R=30.00m L=2.75m R=105.00m L=37.03m R=50.00m L=20.94m R=20.00m L=2.43m R=30.00m L=19.47m R=20.00m L=5.37m R=58.00m L=39.03m R=20.00m L=1.74m R=104.17m L=0.48m R=30.00m L=4.61m R=30.00m L=3.79m R=95.00m L=38.69m R=78.00m L=37.24m R=80.00m L=42.33m R=20.00m L=14.94m R=20.00m L=2.93m R=27.00m L=27.42m TABLA DE ELEMENTOS DE CURVA HORIZONTAL CURVA # C-151 C-152 C-153 C-154 C-155 C-156 C-157 C-158 C-159 C-160 C-161 C-162 C-163 C-164 C-165 C-166 C-167 C-168 C-169 C-170 C-171 C-172 C-173 C-174 C-175 DELTA ǻ *UDGRV RADIO R (m) 80.00 20.00 20.00 27.00 15.00 20.00 20.00 15.00 20.00 20.00 15.50 30.00 20.00 27.00 15.00 15.00 20.00 15.00 30.00 100.00 30.00 35.00 30.00 75.00 90.00 TANG. TG (m) 21.671 7.840 1.467 15.025 9.495 1.576 1.441 1.705 1.301 2.726 74.841 1.590 0.817 25.619 4.664 2.264 1.692 5.309 1.294 13.428 1.298 9.678 2.030 20.697 20.269 EXTERNA E (m) 2.883 1.482 0.054 3.899 2.752 0.062 0.052 0.097 0.042 0.185 60.929 0.042 0.017 10.220 0.708 0.170 0.071 0.912 0.028 0.898 0.028 1.314 0.069 2.803 2.254 CUERDA Cc (m) 41.835 14.599 2.927 26.258 16.045 3.143 2.874 3.388 2.596 5.403 30.356 3.176 1.633 37.169 8.908 4.478 3.371 10.010 2.586 26.618 2.593 18.657 4.051 39.903 39.547 LONG. Lc (m) 42.33 14.94 2.93 27.42 16.93 3.15 2.88 3.39 2.60 5.42 42.36 3.18 1.63 40.99 9.04 4.49 3.37 10.21 2.59 26.70 2.59 18.89 4.05 40.39 39.87 PROG. ( PC ) 6+775.891 6+852.388 6+959.634 6+990.776 7+036.468 7+090.938 7+120.032 7+159.044 7+206.481 7+242.473 7+266.038 7+348.520 7+387.163 7+431.076 7+502.337 7+540.054 7+572.370 7+608.068 7+712.059 7+733.670 7+812.891 7+861.485 7+919.504 7+933.693 8+025.088 PROG. ( PI ) 6+797.562 6+860.229 6+961.101 7+005.801 7+045.963 7+092.514 7+121.473 7+160.749 7+207.782 7+245.200 7+340.879 7+350.110 7+387.981 7+456.694 7+507.002 7+542.319 7+574.061 7+613.377 7+713.353 7+747.098 7+814.189 7+871.164 7+921.534 7+954.390 8+045.357 PROG. ( PT ) 6+818.218 6+867.333 6+962.563 7+018.197 7+053.398 7+094.084 7+122.909 7+162.439 7+209.079 7+247.893 7+308.402 7+351.697 7+388.797 7+472.070 7+511.382 7+544.549 7+575.745 7+618.273 7+714.646 7+760.366 7+815.485 7+880.371 7+923.558 7+974.082 8+064.961 COORD. UTM ( PC ) E: 226,641.9702 N: 8,881,559.8054 E: 226,710.4046 N: 8,881,591.3355 E: 226,769.2008 N: 8,881,679.5672 E: 226,781.2653 N: 8,881,708.2665 E: 226,819.8408 N: 8,881,727.5970 E: 226,842.1178 N: 8,881,774.3767 E: 226,854.1585 N: 8,881,800.8495 E: 226,870.9100 N: 8,881,835.3923 E: 226,868.9611 N: 8,881,882.6858 E: 226,861.5490 N: 8,881,917.9000 E: 226,851.2793 N: 8,881,939.0483 E: 226,905.9564 N: 8,881,933.1055 E: 226,933.4023 N: 8,881,905.9104 E: 226,961.8734 N: 8,881,872.4808 E: 227,022.8953 N: 8,881,886.8379 E: 227,059.8539 N: 8,881,889.3754 E: 227,089.1568 N: 8,881,876.0137 E: 227,117.5957 N: 8,881,854.4613 E: 227,220.8684 N: 8,881,853.5895 E: 227,242.4405 N: 8,881,852.3553 E: 227,320.6588 N: 8,881,863.6272 E: 227,369.1061 N: 8,881,867.3680 E: 227,422.3906 N: 8,881,846.2103 E: 227,435.7154 N: 8,881,841.3620 E: 227,524.6397 N: 8,881,852.6642 COORD. UTM ( PI ) E: 226,656.8316 N: 8,881,575.5783 E: 226,717.9263 N: 8,881,593.5478 E: 226,769.9520 N: 8,881,680.8275 E: 226,786.9924 N: 8,881,722.1570 E: 226,829.2079 N: 8,881,729.1483 E: 226,842.5504 N: 8,881,775.8925 E: 226,854.7661 N: 8,881,802.1559 E: 226,871.3210 N: 8,881,837.0467 E: 226,868.8542 N: 8,881,883.9824 E: 226,860.9749 N: 8,881,920.5652 E: 226,816.5130 N: 8,882,005.3244 E: 226,907.1936 N: 8,881,932.1066 E: 226,933.9804 N: 8,881,905.3325 E: 226,978.4545 N: 8,881,852.9518 E: 227,026.6044 N: 8,881,889.6662 E: 227,062.1046 N: 8,881,889.1281 E: 227,090.6511 N: 8,881,875.2210 E: 227,121.8014 N: 8,881,851.2210 E: 227,222.1621 N: 8,881,853.6205 E: 227,255.8427 N: 8,881,851.5192 E: 227,321.9396 N: 8,881,863.8355 E: 227,378.7575 N: 8,881,868.0908 E: 227,424.2055 N: 8,881,845.3002 E: 227,455.2980 N: 8,881,834.6617 E: 227,544.0408 N: 8,881,858.5316 COORD. UTM ( PT ) E: 226,677.6223 N: 8,881,581.6934 E: 226,721.9406 N: 8,881,600.2824 E: 226,770.5113 N: 8,881,682.1840 E: 226,801.8155 N: 8,881,724.6119 E: 226,831.8139 N: 8,881,738.2783 E: 226,843.2153 N: 8,881,777.3219 E: 226,855.5547 N: 8,881,803.3617 E: 226,871.3504 N: 8,881,838.7511 E: 226,868.5803 N: 8,881,885.2542 E: 226,859.7084 N: 8,881,922.9796 E: 226,874.7427 N: 8,881,958.3083 E: 226,908.3182 N: 8,881,930.9825 E: 226,934.5094 N: 8,881,904.7095 E: 226,998.8266 N: 8,881,868.4855 E: 227,031.2634 N: 8,881,889.8922 E: 227,064.1821 N: 8,881,888.2274 E: 227,091.9910 N: 8,881,874.1887 E: 227,127.1091 N: 8,881,851.3479 E: 227,223.4535 N: 8,881,853.5399 E: 227,268.9907 N: 8,881,854.2483 E: 227,323.2336 N: 8,881,863.9324 E: 227,387.4092 N: 8,881,863.7523 E: 227,426.1265 N: 8,881,844.6430 E: 227,475.5454 N: 8,881,838.9529 E: 227,559.0536 N: 8,881,872.1495 ESCALA VERTICAL 1:200 200 160 120 80 40 20 0 ESCALA HORIZONTAL 1:2.000 ESCALA GRAFICA 0 2 4 8 12 16 20 PERFIL LONGITUDINAL ESCALA : H=1/2000, V=1/200 PLANTA GENERAL ESCALA : 1 / 2000 CANAL EJE TROCHA EN PROYECTO TROCHA EXISTENTE DETERIORADO 5Ë2 LEYENDA PUENTE, PONTON
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Transcript of Modelo Perf Ilse Cc i Ones
K
M
6+000.00
KM
7+000.00
5+90
0
6+00
0
6+100
6+200
6+30
0
6+40
0
6+50
0
6+60
0
6+700
6+80
0
6+90
0
7+00
0
7+10
0
7+200
VALLECITO ANCA
C-135
C-136C-137
C-138
C-139
C-140
C-141
C-142
C-143
C-144
C-145
C-146C-147
C-148 C-149
C-150 C-151
C-152
C-153
C-154
C-155
C-156
C-157 C-158
C-247
C-248
C-249
C-250
C-251
C-252
C-253
E=2261
00
E=2262
00
E=2263
00
E=2263
00
N=8881000
N=8881000
N=8881100
N=8881100
N=8881200
E=2260
00
E=2260
00
E=2261
00
E=2262
00
E=2262
00
E=2263
00
E=2263
00
E=2264
00
E=2264
00
E=2265
00
E=2265
00
E=2266
00
E=2266
00
E=2267
00
E=2267
00
E=2268
00
E=2268
00
E=2269
00
E=2269
00
N=8880900
N=8880900
N=8881000
N=8881000
N=8881200
N=8881200
N=8881300
N=8881300
N=8881400
N=8881400
N=8881500
N=8881500
N=8881600
N=8881600
N=8881700
N=8881700
N=8881800
N=8881800
N=8881900
N=8881900
E=2266
00
E=2267
00
E=2268
00
E=2269
00
CO
TA
(m
sn
m)
P.K.
P.K.
2192
2194
2196
2198
2200
2202
2204
2206
2208
2210
2212
2214
2216
2218
2220
2222
2224
2226
2228
2230
2232
2234
2236
2238
2240
2242
2244
2246
2248
2250
6+000 6+050 6+100 6+150 6+200 6+250 6+300 6+350 6+400 6+450 6+500 6+550 6+580
6+000
6+020 6+040 6+060 6+080
6+100
6+120 6+140 6+160 6+180
6+200
6+220 6+240 6+260 6+280
6+300
6+320 6+340 6+360 6+380
6+400
6+420 6+440 6+460 6+480
6+500
6+520 6+540 6+560
6+580
CO
TA
(m
sn
m)
CO
TA
(m
sn
m)
P.K.
P.K.
2248
2250
2252
2254
2256
2258
2260
2262
2264
2266
2268
2270
2272
2274
2276
2278
2280
2282
2284
2286
2288
2290
2292
2294
2296
2298
2300
2302
2304
2306
2248
2250
2252
2254
2256
2258
2260
2262
2264
2266
2268
2270
2272
2274
2276
2278
2280
2282
2284
2286
2288
2290
2292
2294
2296
2298
2300
2302
2304
2306
6+580 6+600 6+650 6+700 6+750 6+800 6+850 6+900 6+950 7+000
6+580 6+600
6+620 6+640 6+660 6+680
6+700
6+720 6+740 6+760 6+780
6+800
6+820 6+840 6+860 6+880
6+900
6+920 6+940 6+960 6+980
7+000
PENDIENTE / DIST.
COTA DE RASANTE
COTA DE TERRENO
ALTURA C / R
GEOMETRIA Hz.
KILOMETRAJE
L=145.75mP=7.69%%
L=55.02mP=11.73%%
L=167.48mP=10.93%%
L=12.8
3m
P=7.7
5%%
L=113.79mP=11.41%%
L=333.28mP=13.35%%
2193
.702
2195
.421
2197
.058
2198
.616
2200
.153
2201
.691
2203
.229
2204
.767
2206
.305
2207
.843
2209
.381
2211
.086
2213
.115
2215
.423
2217
.768
2220
.113
2222
.442
2224
.720
2226
.945
2229
.133
2231
.319
2233
.505
2235
.691
2237
.878
2240
.064
2242
.250
2244
.436
2246
.589
2248
.396
2249
.963
2251
.880
2254
.148
2256
.431
2258
.714
2260
.996
2263
.279
2265
.562
2267
.899
2270
.334
2272
.865
2275
.494
2278
.165
2280
.835
2283
.506
2286
.177
2288
.848
2291
.519
2294
.190
2296
.861
2299
.531
2302
.202
2193
.744
2195
.538
2197
.365
2199
.137
2200
.685
2201
.733
2203
.276
2205
.027
2206
.436
2207
.973
2209
.424
2211
.102
2213
.301
2215
.499
2217
.892
2220
.340
2222
.637
2224
.938
2227
.205
2229
.593
2231
.441
2233
.525
2235
.637
2238
.069
2240
.429
2242
.621
2244
.520
2246
.955
2248
.629
2250
.003
2252
.069
2254
.413
2256
.623
2258
.974
2261
.038
2263
.449
2265
.959
2268
.198
2270
.562
2272
.839
2275
.498
2278
.393
2281
.270
2283
.311
2286
.391
2288
.932
2291
.317
2295
.123
2298
.377
2301
.194
2303
.730
0.04
1
0.11
6
0.30
7
0.52
2
0.53
1
0.04
2
0.04
7
0.26
0
0.13
1
0.13
0
0.04
3
0.01
6
0.18
6
0.07
6
0.12
4
0.22
8
0.19
5
0.21
8
0.26
0
0.46
0
0.12
2
0.02
0
0.05
5
0.19
2
0.36
6
0.37
1
0.08
4
0.36
6
0.23
3
0.04
0
0.18
9
0.26
5
0.19
2
0.26
0
0.04
2
0.16
9
0.39
7
0.29
9
0.22
8
0.02
6
0.00
4
0.22
8
0.43
5
0.19
6
0.21
4
0.08
4
0.20
2
0.93
4
1.51
6
1.66
3
1.52
8
6+00
0.00
6+02
0.00
6+04
0.00
6+06
0.00
6+08
0.00
6+10
0.00
6+12
0.00
6+14
0.00
6+16
0.00
6+18
0.00
6+20
0.00
6+22
0.00
6+24
0.00
6+26
0.00
6+28
0.00
6+30
0.00
6+32
0.00
6+34
0.00
6+36
0.00
6+38
0.00
6+40
0.00
6+42
0.00
6+44
0.00
6+46
0.00
6+48
0.00
6+50
0.00
6+52
0.00
6+54
0.00
6+56
0.00
6+58
0.00
6+60
0.00
6+62
0.00
6+64
0.00
6+66
0.00
6+68
0.00
6+70
0.00
6+72
0.00
6+74
0.00
6+76
0.00
6+78
0.00
6+80
0.00
6+82
0.00
6+84
0.00
6+86
0.00
6+88
0.00
6+90
0.00
6+92
0.00
6+94
0.00
6+96
0.00
6+98
0.00
7+00
0.00
7.69%
11.73
%
10.93
%
7.75%
11.41
%
13.35
%
PMIN-EST: 6+199.60PMIN-ELEV: 2209.35
PIV:6+224.60ELEV:2211.27
K:12.39LCV:50.00
PCV
= 6+
199.
60EL
EV=
2209
.35
PTV
= 6+
249.
60EL
EV=
2214
.20
PMIN-EST: 6+574.93PMIN-ELEV: 2249.55
PIV:6+589.93ELEV:2250.72
K:8.18LCV:30.00PC
V=
6+57
4.93
ELEV
= 22
49.5
5
PTV
= 6+
604.
93EL
EV=
2252
.43
PMIN-EST: 6+718.72PMIN-ELEV: 2265.42
PIV:6+758.72ELEV:2269.98
K:41.22LCV:80.00
PCV
= 6+
718.
72EL
EV=
2265
.42
PTV
= 6+
798.
72EL
EV=
2275
.32
PMAX EST: 6+053.85PMAX ELEV: 2198.14
PIV EST:6+023.85PIV ELEV:2195.84
K:48.41LCV:60.00
PTV
-EST
: 6+0
53.8
5PT
V-E
LE: 2
198.
14
PMAX EST: 6+364.62PMAX ELEV: 2227.45
PIV EST:6+334.62PIV ELEV:2224.17
K:75.56LCV:60.00
PCV
= 6+
304.
62EL
EV=
2220
.65
PTV
-EST
: 6+3
64.6
2PT
V-E
LE: 2
227.
45
PCV
= 6+
532.
10EL
EV=
2245
.76
PTV
-EST
: 6+5
62.1
0PT
V-E
LE: 2
248.
56
R=73.00mL=57.66m
R=104.17mL=17.14m
R=16.00mL=28.51m
R=62.00mL=74.00m
R=30.00mL=2.75m
R=105.00mL=37.03m
R=50.00mL=20.94m
R=20.00mL=2.43m
R=30.00mL=19.47m
R=20.00mL=5.37m
R=58.00mL=39.03m
R=20.00mL=1.74m
R=104.17mL=0.48m
R=30.00mL=4.61m
R=30.00mL=3.79m
R=95.00mL=38.69m
R=78.00mL=37.24m
R=80.00mL=42.33m
R=20.00mL=14.94m
R=20.00mL=2.93m
R=27.00mL=27.42m
TABLA DE ELEMENTOS DE CURVA HORIZONTAL
CURVA#
C-151
C-152
C-153
C-154
C-155
C-156
C-157
C-158
C-159
C-160
C-161
C-162
C-163
C-164
C-165
C-166
C-167
C-168
C-169
C-170
C-171
C-172
C-173
C-174
C-175
DELTAΔ (Grados)
30° 18' 52"
42° 48' 42"
8° 23' 30"
58° 11' 24"
64° 39' 58"
9° 00' 48"
8° 14' 27"
12° 58' 01"
7° 26' 37"
15° 31' 31"
156° 35' 54"
6° 04' 05"
4° 40' 50"
86° 59' 33"
34° 32' 50"
17° 10' 06"
9° 40' 07"
38° 58' 57"
4° 56' 23"
15° 17' 46"
4° 57' 12"
30° 54' 55"
7° 44' 36"
30° 51' 18"
25° 23' 01"
RADIOR (m)
80.00
20.00
20.00
27.00
15.00
20.00
20.00
15.00
20.00
20.00
15.50
30.00
20.00
27.00
15.00
15.00
20.00
15.00
30.00
100.00
30.00
35.00
30.00
75.00
90.00
TANG.TG (m)
21.671
7.840
1.467
15.025
9.495
1.576
1.441
1.705
1.301
2.726
74.841
1.590
0.817
25.619
4.664
2.264
1.692
5.309
1.294
13.428
1.298
9.678
2.030
20.697
20.269
EXTERNAE (m)
2.883
1.482
0.054
3.899
2.752
0.062
0.052
0.097
0.042
0.185
60.929
0.042
0.017
10.220
0.708
0.170
0.071
0.912
0.028
0.898
0.028
1.314
0.069
2.803
2.254
CUERDACc (m)
41.835
14.599
2.927
26.258
16.045
3.143
2.874
3.388
2.596
5.403
30.356
3.176
1.633
37.169
8.908
4.478
3.371
10.010
2.586
26.618
2.593
18.657
4.051
39.903
39.547
LONG.Lc (m)
42.33
14.94
2.93
27.42
16.93
3.15
2.88
3.39
2.60
5.42
42.36
3.18
1.63
40.99
9.04
4.49
3.37
10.21
2.59
26.70
2.59
18.89
4.05
40.39
39.87
PROG.( PC )
6+775.891
6+852.388
6+959.634
6+990.776
7+036.468
7+090.938
7+120.032
7+159.044
7+206.481
7+242.473
7+266.038
7+348.520
7+387.163
7+431.076
7+502.337
7+540.054
7+572.370
7+608.068
7+712.059
7+733.670
7+812.891
7+861.485
7+919.504
7+933.693
8+025.088
PROG.( PI )
6+797.562
6+860.229
6+961.101
7+005.801
7+045.963
7+092.514
7+121.473
7+160.749
7+207.782
7+245.200
7+340.879
7+350.110
7+387.981
7+456.694
7+507.002
7+542.319
7+574.061
7+613.377
7+713.353
7+747.098
7+814.189
7+871.164
7+921.534
7+954.390
8+045.357
PROG.( PT )
6+818.218
6+867.333
6+962.563
7+018.197
7+053.398
7+094.084
7+122.909
7+162.439
7+209.079
7+247.893
7+308.402
7+351.697
7+388.797
7+472.070
7+511.382
7+544.549
7+575.745
7+618.273
7+714.646
7+760.366
7+815.485
7+880.371
7+923.558
7+974.082
8+064.961
COORD.UTM ( PC )
E: 226,641.9702N: 8,881,559.8054
E: 226,710.4046N: 8,881,591.3355
E: 226,769.2008N: 8,881,679.5672
E: 226,781.2653N: 8,881,708.2665
E: 226,819.8408N: 8,881,727.5970
E: 226,842.1178N: 8,881,774.3767
E: 226,854.1585N: 8,881,800.8495
E: 226,870.9100N: 8,881,835.3923
E: 226,868.9611N: 8,881,882.6858
E: 226,861.5490N: 8,881,917.9000
E: 226,851.2793N: 8,881,939.0483
E: 226,905.9564N: 8,881,933.1055
E: 226,933.4023N: 8,881,905.9104
E: 226,961.8734N: 8,881,872.4808
E: 227,022.8953N: 8,881,886.8379
E: 227,059.8539N: 8,881,889.3754
E: 227,089.1568N: 8,881,876.0137
E: 227,117.5957N: 8,881,854.4613
E: 227,220.8684N: 8,881,853.5895
E: 227,242.4405N: 8,881,852.3553
E: 227,320.6588N: 8,881,863.6272
E: 227,369.1061N: 8,881,867.3680
E: 227,422.3906N: 8,881,846.2103
E: 227,435.7154N: 8,881,841.3620
E: 227,524.6397N: 8,881,852.6642
COORD.UTM ( PI )
E: 226,656.8316N: 8,881,575.5783
E: 226,717.9263N: 8,881,593.5478
E: 226,769.9520N: 8,881,680.8275
E: 226,786.9924N: 8,881,722.1570
E: 226,829.2079N: 8,881,729.1483
E: 226,842.5504N: 8,881,775.8925
E: 226,854.7661N: 8,881,802.1559
E: 226,871.3210N: 8,881,837.0467
E: 226,868.8542N: 8,881,883.9824
E: 226,860.9749N: 8,881,920.5652
E: 226,816.5130N: 8,882,005.3244
E: 226,907.1936N: 8,881,932.1066
E: 226,933.9804N: 8,881,905.3325
E: 226,978.4545N: 8,881,852.9518
E: 227,026.6044N: 8,881,889.6662
E: 227,062.1046N: 8,881,889.1281
E: 227,090.6511N: 8,881,875.2210
E: 227,121.8014N: 8,881,851.2210
E: 227,222.1621N: 8,881,853.6205
E: 227,255.8427N: 8,881,851.5192
E: 227,321.9396N: 8,881,863.8355
E: 227,378.7575N: 8,881,868.0908
E: 227,424.2055N: 8,881,845.3002
E: 227,455.2980N: 8,881,834.6617
E: 227,544.0408N: 8,881,858.5316
COORD.UTM ( PT )
E: 226,677.6223N: 8,881,581.6934
E: 226,721.9406N: 8,881,600.2824
E: 226,770.5113N: 8,881,682.1840
E: 226,801.8155N: 8,881,724.6119
E: 226,831.8139N: 8,881,738.2783
E: 226,843.2153N: 8,881,777.3219
E: 226,855.5547N: 8,881,803.3617
E: 226,871.3504N: 8,881,838.7511
E: 226,868.5803N: 8,881,885.2542
E: 226,859.7084N: 8,881,922.9796
E: 226,874.7427N: 8,881,958.3083
E: 226,908.3182N: 8,881,930.9825
E: 226,934.5094N: 8,881,904.7095
E: 226,998.8266N: 8,881,868.4855
E: 227,031.2634N: 8,881,889.8922
E: 227,064.1821N: 8,881,888.2274
E: 227,091.9910N: 8,881,874.1887
E: 227,127.1091N: 8,881,851.3479
E: 227,223.4535N: 8,881,853.5399
E: 227,268.9907N: 8,881,854.2483
E: 227,323.2336N: 8,881,863.9324
E: 227,387.4092N: 8,881,863.7523
E: 227,426.1265N: 8,881,844.6430
E: 227,475.5454N: 8,881,838.9529
E: 227,559.0536N: 8,881,872.1495
ESCALA VERTICAL 1:200
2001601208040200
ESCALA HORIZONTAL 1:2.000
ESCALA GRAFICA
0 2 4 8 12 16 20
PERFIL LONGITUDINALESCALA : H=1/2000, V=1/200
PLANTA GENERALESCALA : 1 / 2000
CANAL
EJE TROCHA EN PROYECTO
TROCHA EXISTENTE DETERIORADO
RÍO
LEYENDA
PUENTE, PONTON
